EP3044560A2 - Dispositif servant à contrôler des éléments d'étanchéité comportant des pieds d'ancrage - Google Patents

Dispositif servant à contrôler des éléments d'étanchéité comportant des pieds d'ancrage

Info

Publication number
EP3044560A2
EP3044560A2 EP14799327.3A EP14799327A EP3044560A2 EP 3044560 A2 EP3044560 A2 EP 3044560A2 EP 14799327 A EP14799327 A EP 14799327A EP 3044560 A2 EP3044560 A2 EP 3044560A2
Authority
EP
European Patent Office
Prior art keywords
seal
plate
plate elements
anchoring
seals
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP14799327.3A
Other languages
German (de)
English (en)
Other versions
EP3044560B1 (fr
Inventor
Marc Fischer
Oliver PASEMANN
Matthias Stender
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sealable Solutions GmbH
Original Assignee
Daetwyler Sealing Technologies Deutschland GmbH
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Daetwyler Sealing Technologies Deutschland GmbH filed Critical Daetwyler Sealing Technologies Deutschland GmbH
Publication of EP3044560A2 publication Critical patent/EP3044560A2/fr
Application granted granted Critical
Publication of EP3044560B1 publication Critical patent/EP3044560B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00—Investigating strength properties of solid materials by application of mechanical stress
    • G01N3/02—Details
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
    • G01M5/00—Investigating the elasticity of structures, e.g. deflection of bridges or air-craft wings
    • G01M5/0041—Investigating the elasticity of structures, e.g. deflection of bridges or air-craft wings by determining deflection or stress
    • G01M5/005—Investigating the elasticity of structures, e.g. deflection of bridges or air-craft wings by determining deflection or stress by means of external apparatus, e.g. test benches or portable test systems
    • G01M5/0058—Investigating the elasticity of structures, e.g. deflection of bridges or air-craft wings by determining deflection or stress by means of external apparatus, e.g. test benches or portable test systems of elongated objects, e.g. pipes, masts, towers or railways
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/38—Waterproofing; Heat insulating; Soundproofing; Electric insulating
    • E21D11/385—Sealing means positioned between adjacent lining members
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
    • G01M3/00—Investigating fluid-tightness of structures
    • G01M3/02—Investigating fluid-tightness of structures by using fluid or vacuum
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00—Investigating strength properties of solid materials by application of mechanical stress
    • G01N3/02—Details
    • G01N3/04—Chucks
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00—Investigating strength properties of solid materials by application of mechanical stress
    • G01N3/08—Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
    • G01M5/00—Investigating the elasticity of structures, e.g. deflection of bridges or air-craft wings

Definitions

  • the invention relates to a test device for testing seals, in particular
  • Test devices for testing gaskets used in manhole or tunnel constructions for example Tübbingen gaskets, are known in principle (see, for example, Schreyer, Jörg, 2001, Sealing of single-shell segmental linings with
  • Object of the present invention is to improve the possibilities for testing seals, in particular Tübbingdichtitch with anchoring feet.
  • Seals in particular tubbing seals, with at least one anchoring foot, comprises at least one first plate with a first surface having a first recess and at least one second plate with a second surface having a second recess, wherein the surfaces of the plates at least partially with each other
  • Recesses are substantially opposite, and wherein in the first and second recesses in each case at least two plate elements are releasably secured, wherein the
  • Plate elements are designed and arranged so that they, optionally under
  • the basic idea of the invention is to provide a testing device which can be easily and inexpensively adapted to different seals by using plates with a recess in which correspondingly designed plate elements are detachably inserted, so that different groove shapes can be reproduced.
  • Recess thus acts as a kind of "universal groove", which can be adapted by means of the plate elements, optionally with the aid of a hardening or hardenable material, to the respective geometry of the sealing profile to be tested
  • Plate elements also serve to anchor joints with anchoring feet directly, ie by direct contact between the plate elements and the anchoring feet or indirectly, ie on the hardening or hardenable material, form-fitting. In this way it is possible to use a test device for different sealing profiles and multiple times. It is only necessary to insert a set of plate elements in the recess, which are adapted to the respective geometry of the sealing profile, or a gap between the plate elements and the seal or their Form anchoring foot / anchoring feet, into which the hardening or hardenable material can be introduced, so that over the hardened material a positive connection between plate elements and anchoring foot / anchoring feet is produced indirectly. As a result, for example, testing devices made of metal (eg steel) or plastic can be used. The casting of complete concrete test specimens is unnecessary.
  • Anchoring feet are provided with at least two plate elements with the aid of which a groove for a seal with at least one anchoring foot can be reproduced in the recess or an intermediate space for receiving the hardening or hardenable material can be formed.
  • the plate elements form with their edge surfaces within the recess a groove into which a seal with at least one anchoring foot can be inserted.
  • the at least one anchoring foot is in one embodiment of the
  • the plate elements can be designed so that they match the geometry of the seal in
  • Anchoring feet remains. In other embodiments, the embodiment of the
  • Plate elements are based solely on the fact that an effective positive engagement and thus sufficient anchoring of the seal takes place. This can be done, for example
  • test device according to the invention can in its embodiment to various
  • Test situations are adjusted.
  • the test device for testing the force-displacement behavior of simple sealing strands or frame corners or designed to test the tightness of sealing frame.
  • At least three plate elements are present, for example for the frequent case of a seal with two anchoring feet.
  • two outer plate elements and a third plate element arranged therebetween form a groove into which a seal with two anchoring feet can be inserted and also anchored at the same time by positive engagement by the plate elements.
  • further plate elements can also be provided.
  • the plate elements may each be one-piece or multi-piece, i. each from a single or several
  • Gap be formed between the sealing surfaces of the
  • Anchoring feet In the intermediate space, a hardening or hardenable material is introduced, by means of which in the cured state anchoring of the seal takes place.
  • An “anchoring foot” is understood here as a sealing extension which projects into a later molded part, eg a concrete molded part, and brings about a positive connection between the profile and the molded part, so that the profile is fastened to or in the hardened molded part in such a way that it can be damaged without damaging it The molding and / or the profile (eg by tearing off the profile extension) can not be removed
  • An anchoring foot may alternatively or additionally also be provided with barbs, undercuts and the like.
  • T-joint is meant here a situation in which joints, eg ring and longitudinal joints of tunneltubbings, collide in such a way that a T-shaped joint results.
  • Cross-shock accordingly means a situation in which between the segments a cruciform joint is formed.
  • a "true frame corner”, in contrast to a “picture frame corner”, means a corner in a sealing profile in which a strand-shaped sealing profile is angled towards the profile base.
  • a “picture frame corner” is a corner that arises when a strand-shaped sealing profile is angled toward one of the lateral flanks.
  • a “hardening or hardenable material” is understood here to be a material which is initially flowable but later, under normal conditions, self-curing or under external influence, for example heat, UV light, etc. It can be, for example, concrete, synthetic resin, adhesive and act like that.
  • the plate elements are releasably secured in the recess. This can be done for example by means of screwing, latching, gluing or the like.
  • insertion of the gasket it may be necessary to first only a part of the plate elements, e.g. then fix the third plate member in the recess, then insert the gasket, and then, for final anchoring of the gasket, the remaining, e.g. lateral
  • outer plate elements lie with their pointing away from the seal surfaces preferably on the opposite side walls of the recess.
  • recess and plate elements are preferably also formed substantially strand-shaped.
  • the test device may comprise, for example, two flat plates, in each of which a corresponding recess is made, in each of which corresponding plate elements are inserted.
  • a seal is made in each groove formed by the plate members and either directly or indirectly via the plate members over a hardening or curable material, e.g. Concrete anchored in the groove, the plates are placed against each other with the recesses comprehensive surfaces, so that the plates are arranged plane-parallel and the
  • test device preferably corresponding
  • a Such vomvomchtung can be used for example to test the force-displacement behavior of a strand-shaped sealing profile.
  • a leak test can be carried out with a test device constructed according to the invention by using a sealing frame.
  • the recesses in the plate surfaces are also executed like a frame and the plate elements form a frame-like adapted to the geometry of the seal groove.
  • water can be conducted into the gap bounded by the sealing frame between the plates, and a tightness test can be carried out by applying a suitable counterpressure.
  • the test apparatus can also be used to test a seal offset.
  • a seal offset for example, different sets of plate elements may be used, so that the seal is arranged offset in a plate relative to the seal in the opposite plate.
  • the test device according to the invention comprises at least three plates, wherein the first plate is flat and the second and third plates are angled, so that the second and third plate each two perpendicular to each other
  • a planar frame-like sealing profile is inserted into the groove of the first plate, while in the grooves of the second and third plate each a sealing frame with two real frame corners is used to the situation with Tübbingdichtitch to simulate that clash in the T-bump.
  • the present invention also includes embodiments with more than three plates. It is conceivable, for example, a construction with four angle plates, so that a test arrangement can be produced, which simulates the situation in a cross shock.
  • the invention also relates to the use of a test device according to the invention for leak testing or to test the force-displacement behavior of seals with
  • Anchoring feet especially tubbing seals, in T-joint or cross-joint.
  • the invention also relates to a method for testing seals with anchoring feet, in particular Tübbingdichtonne, in the T-joint or cross-shock, wherein a seal having at least one anchoring foot, anchored in a test device according to the invention and a test for tightness or force - is subjected to path-behavior.
  • the seal is anchored in a suitable manner, as described above, in the test apparatus and, for example by introducing a fluid into the
  • Test device subjected to a pressure to test the tightness, and / or examined by pressing the plates of the tester on their force-displacement behavior.
  • Figure 1 shows a cross section (A) and a perspective view (B) of a
  • FIG. 2 shows a cross section through part of an alternative embodiment of a testing device according to the invention.
  • FIG. 3 shows a T-joint tester according to the present invention.
  • FIG. 4 shows a perspective view of the T-joint test device from FIG. 2.
  • FIG. 1 shows by way of example and schematically a part of a plate of an embodiment of the testing device according to the invention.
  • the lower part (B) of Figure 1 shows a perspective Representation of a section of a plate 2 of an embodiment of a
  • a plate 2 for example made of metal or a suitable plastic, such as polyoxymethylene (POM), polytetrafluoroethylene (PTFE) or
  • Polyetheretherketone may exist, a recess 3 is introduced. In the recess 3, a set of plate elements 5, 6, 7 is inserted, which together
  • Plate elements 5, 6, 7 partially removed here.
  • this is a strand-shaped tubbing seal which is basically known from the prior art.
  • the seal 9 has two anchoring feet 10, which extend from the profile base 32 of the seal 9 and are bordered by the plate elements 5, 6, 7 such that the seal 9 is thereby held in a form-fitting manner.
  • Such a seal 9 is regularly made of a suitable elastomer, for example EPDM, SBR or the like.
  • the plate elements 5, 6, 7 are releasably secured in the recess 3 by means of corresponding fastening devices 11.
  • the middle plate element 6 can be arranged and fixed in the recess 3.
  • the seal 9 can be placed on the middle plate member 6.
  • the shape of the middle plate member 6 is adapted to the shape of the respective gasket 9, i. the cross-section of the middle plate element 6 is selected such that the seal 9 with its base 32 and the insides of the anchoring feet 10 rests against the middle plate element 6.
  • the two outer plate elements 5, 7 are inserted and fixed in the recess 3.
  • These plate elements 5, 7 correspond in shape to the outer shape of the profile base 32 and the anchoring feet 10 of the seal 9, i. the sealing surfaces 9 facing the plate elements 5, 7 are complementary to the outer shape of the
  • Profile base 32 and the anchoring feet 10 of the seal 9 is formed. After installation of the outer plate elements 5, 7, the seal 9 is anchored by means of positive engagement in the plate 2.
  • the recess 3 has here at its edges still paragraphs, which should further counteract slippage of the outer plate members 5, 7 under load and a
  • FIG. 2 shows a cross section through a plate 2 of an alternative embodiment of the test device 1 according to the invention.
  • the groove 8 is not formed by means of the plate members 5, 6, 7, that the geometry of the sealing base 32 is modeled, but the groove 8 is configured by means of the plate members 5, 6, 7 such that on both sides of the Seal 9, a gap 20 is formed, which is shown in Figure 2A in the unfilled state, in Figure 2B filled with a thermosetting / curable material 21 state.
  • the outer plate elements 5, 7 are shown in different embodiments.
  • the plate element 5 has an undercut, while the plate member 7 has a wedge-shaped in cross section recess. These or similar formations ensure that the hardening / hardenable material 21 is at least also held in a form-fitting manner by the plate elements 5, 7 after hardening.
  • the seal 9 is embedded in the material 21 and is in total by the positive connection between the
  • the material 21 may, for example, be concrete, as a result of which the installation situation in a concrete component, for example a concrete lining, can be adjusted in a particularly realistic manner.
  • the plate elements 5, 6, 7 are fixed in the recess 3, for example by screwing or gluing.
  • the seal 9 is placed on the middle plate member 6.
  • the outer plate elements 5, 7, even after placing the seal 9 on the middle plate element 6 are fixed.
  • the hardening / hardenable material 21 is introduced into the intermediate space 20, for example cast.
  • the material 21 either cures by itself under normal conditions, or it is cured under the action of external factors, for example under UV light and / or heating. After curing, the test apparatus 1 is ready for use.
  • FIG 3 shows schematically an embodiment of a test device according to the invention for testing seals with anchoring feet in the T-joint.
  • a mounting situation is simulated, as often occurs especially in tunneling when tubbing so close together that the ring and longitudinal joints meet to form T-shaped joints.
  • the test apparatus 1 according to this embodiment comprises three plates 2, 12, 22, the structure of which corresponds in principle to that of FIG. However, here are two of the three plates 2, 12, 22, here the second and third plates 12, 22, designed as in cross-section substantially L-shaped angle plates.
  • the angle plates 12, 22 have two mutually perpendicular legs 12a, b, 22a, b, and are in each case with the surfaces 14b, 24b of a leg 12b, 22b to each other and with the respective other leg 12a, 22a on the surface 4th the plan first plate 2, so that a substantially T-shaped structure results.
  • the plates 12, 22 can also be used, for example, in the
  • the flat first plate 2 forms a kind of cover, which preferably completely covers the surfaces 14a, 24a (see FIG. 3) of the angle plates 12, 22.
  • Each of the plates 2, 12, 22 has one here
  • Plate elements 5, 6, 7, 15, 16, 17, 25, 26, 27 are arranged.
  • the plate elements 5, 6, 7, 15, 16, 17, 25, 26, 27 can each be in one piece or of several parts
  • This test device 1 is suitable for leak tests, for which purpose a fluid, e.g. Water, by means of suitable devices (not shown), e.g. Drill holes through at least one of the plates 2, 12 22 may be passed into the test apparatus 1 to apply a suitable pressure to the seals 9, 19, 29.
  • suitable devices e.g. Drill holes through at least one of the plates 2, 12 22 may be passed into the test apparatus 1 to apply a suitable pressure to the seals 9, 19, 29.
  • the arrangement can also be designed so that it can be used to test the force-displacement behavior at the frame corner.
  • the recesses 3, 13, 23 and grooves 8, 18, 28 are preferably not frame-like, but linear and serve to receive a corresponding sealing profile strip.
  • Tester 1 preferably closed by end plates (not shown).
  • FIG. 4 shows the test device 1 shown in FIG. 3 in a simplified spatial view.
  • the frame-like seals 9, 19, 29 are not shown. Shown are the plates 2, 12, 22 with the inserted into the recesses 3, 13, 23 and the grooves 8, 18, 28 forming plate elements 5, 6, 7, 15, 16, 17, 25, 26, 27 indicate arrows on, like that
  • Tester 1 after inserting the seals 9, 19, 29 is assembled.
  • Bracing means 30 bores for supplying a fluid for the

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • General Physics & Mathematics (AREA)
  • Physics & Mathematics (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Aviation & Aerospace Engineering (AREA)
  • Pathology (AREA)
  • General Health & Medical Sciences (AREA)
  • Immunology (AREA)
  • Health & Medical Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Biochemistry (AREA)
  • Geology (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Geochemistry & Mineralogy (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Examining Or Testing Airtightness (AREA)
  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
  • Lining And Supports For Tunnels (AREA)

Abstract

La présente invention concerne un dispositif servant à contrôler des éléments d'étanchéité, notamment des éléments d'étanchéité de cuvelage, comprenant au moins un pied d'ancrage. Elle concerne également l'utilisation de ce dispositif de contrôle et un procédé pour contrôler des éléments d'étanchéité comportant au moins un pied d'ancrage. L'objectif de l'invention est de simplifier le contrôle de tels éléments d'étanchéité. Cet objectif est atteint, selon un aspect de l'invention, au moyen d'un dispositif servant à contrôler des éléments d'étanchéité, notamment des éléments d'étanchéité de cuvelage, comprenant au moins un pied d'ancrage, a) le dispositif de contrôle (1) comprenant au moins une première plaque (2) présentant une première surface (4) pourvue d'un premier évidement (3) et au moins une deuxième plaque (12) présentant une deuxième surface (14) pourvue d'un deuxième évidement (13), les surfaces (4, 14) des plaques (2, 12) se trouvant sensiblement en regard l'une de l'autre au moins partiellement au niveau de leurs évidements (3, 13), et b) respectivement au moins deux éléments de plaque (5, 7; 15, 17) étant fixés de manière libérable dans le premier et le deuxième évidement (3, 13), ces éléments de plaque (5, 7; 15, 17) étant conçus de façon à reproduire dans les évidements (3, 13) respectivement une rainure (8, 18) dans laquelle peut être inséré un élément d'étanchéité (9, 19) présentant au moins un pied d'ancrage (10) de sorte que i) l'élément d'étanchéité (9, 19) est ancré par complémentarité de forme entre les éléments de plaque (5, 7; 15, 17) et ledit au moins un pied d'ancrage (10) ou ii) entre les éléments de plaque (5, 7; 15, 17) et ledit au moins un pied d'ancrage (10) de l'élément d'étanchéité (9, 19) est ménagé un interstice (20) dans lequel peut être introduit un matériau durcissable (21), de sorte que, une fois le matériau (21) durci, l'élément d'étanchéité (9, 19) est ancré par complémentarité de forme entre les éléments de plaque (5, 7; 15, 17), le matériau (21) durci et ledit au moins un pied d'ancrage (10).
EP14799327.3A 2013-09-13 2014-09-09 Dispositif servant à contrôler des éléments d'étanchéité comportant des pieds d'ancrage Not-in-force EP3044560B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE102013218447 2013-09-13
DE102013110928.4A DE102013110928B4 (de) 2013-09-13 2013-10-01 Prüfvorrichtung zur Prüfung von Dichtungen mit Verankerungsfüßen sowie deren Verwendung
PCT/DE2014/200461 WO2015035994A2 (fr) 2013-09-13 2014-09-09 Dispositif servant à contrôler des éléments d'étanchéité comportant des pieds d'ancrage

Publications (2)

Publication Number Publication Date
EP3044560A2 true EP3044560A2 (fr) 2016-07-20
EP3044560B1 EP3044560B1 (fr) 2017-06-28

Family

ID=52579807

Family Applications (1)

Application Number Title Priority Date Filing Date
EP14799327.3A Not-in-force EP3044560B1 (fr) 2013-09-13 2014-09-09 Dispositif servant à contrôler des éléments d'étanchéité comportant des pieds d'ancrage

Country Status (13)

Country Link
US (1) US9797818B2 (fr)
EP (1) EP3044560B1 (fr)
JP (1) JP6173599B2 (fr)
KR (1) KR20160068735A (fr)
CN (1) CN105531575A (fr)
AU (1) AU2014320821B2 (fr)
CA (1) CA2924098A1 (fr)
DE (1) DE102013110928B4 (fr)
ES (1) ES2638422T3 (fr)
IL (1) IL244054A0 (fr)
RU (1) RU2632247C1 (fr)
SG (1) SG11201601121WA (fr)
WO (1) WO2015035994A2 (fr)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB201601753D0 (en) * 2016-02-01 2016-03-16 Vip Polymers Ltd Cast-in tunnel gasket and joining method
DE102017116093A1 (de) * 2017-07-18 2019-01-24 Dätwyler Sealing Technologies Deutschland Gmbh Dichtungsprofil zur Einbettung in ein Formteil aus aushärtbarem Material
CN107860657A (zh) * 2017-11-02 2018-03-30 沈阳航空航天大学 一种粘合剂韧性的测试方法
DE202017107155U1 (de) * 2017-11-24 2017-12-08 Dätwyler Sealing Technologies Deutschland Gmbh Dichtungsprofil zur Einbettung in ein Formteil aus aushärtbarem Material
US10662643B2 (en) 2018-01-19 2020-05-26 Vertex, Inc. Removable and replaceable anchored frame-like tunnel gasket construction with soft corners
US11401810B2 (en) 2018-01-19 2022-08-02 Vertex, Inc. Removable and replaceable anchored tunnel gasket
DE202020102257U1 (de) 2019-05-11 2020-06-19 Ssi Ingenieurgesellschaft Mbh Versuchsanordnung für ein Kompressionsdichtprofil
CN113125292B (zh) * 2021-04-01 2022-03-04 东北大学 预埋分布式光纤的锚固体制作装置及方法

Family Cites Families (32)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE795542A (fr) 1972-02-18 1973-06-18 Dynamit Nobel Ag Procede et dispositif pour controler sous vide l'etancheite des cordons de soudure des bandes en matiere plastique
DE7515943U (de) * 1975-05-17 1977-03-03 Nishikawa Rubber Co., Ltd., Hiroshima (Japan) Dichtleiste zum wasserdichten verschliessen von fugen zwischen aneinandergefuegten betonteilen
CH629869A5 (de) * 1978-03-23 1982-05-14 Daetwyler Ag Fugendichtung mit dichtungsstreifen bei stossfugen zwischen einzelnen bauelementen.
SU842497A1 (ru) * 1979-08-24 1981-06-30 Ордена Трудового Красного Знаменивсесоюзный Научно-Исследовательскийинститут Гидротехники И Мелиорацииим.A.H.Костякова Устройство дл определени водонеп-РОНицАЕМОСТи СТРОиТЕльНыХ КОНСТРуСций
US4445387A (en) 1982-06-17 1984-05-01 Regents Of The University Of Minnesota Compression shear test jig
JPH068527Y2 (ja) * 1985-08-21 1994-03-02 株式会社島津製作所 試験片つかみ具
GB8627911D0 (en) * 1986-11-21 1986-12-31 Benford E J Gasket seal
DK0414137T3 (da) * 1989-08-19 1993-02-15 Phoenix Ag Tætningsprofil for tunnelsegmenter
DE8916280U1 (de) * 1989-10-13 1997-01-02 Phoenix Ag, 21079 Hamburg Dichtungsprofil für Tunnel-Segmente
US5297441A (en) 1992-08-14 1994-03-29 The Boeing Company Apparatus for supporting a test specimen for compression testing
DE4231896A1 (de) 1992-09-19 1994-03-24 Roedel Andreas Verfahren zur Dichtigkeitsprüfung von Abdichtungen, insbesondere aus Kunststoffdichtungsbahnen
DE4232794A1 (de) 1992-09-30 1994-03-31 Pohle & Rehling Gmbh Vorrichtung zur Überprüfung von Wetterlutten
JP3954673B2 (ja) * 1996-11-01 2007-08-08 株式会社ヤマックス コンクリート製接合物の止水用接合部材
JPH1088988A (ja) * 1996-09-18 1998-04-07 Taisei Corp セグメント
JPH10131693A (ja) * 1996-10-29 1998-05-19 Maeda Corp セグメント
JPH10266795A (ja) * 1997-03-25 1998-10-06 Asahi Denka Kogyo Kk セグメント継手部の複合止水材
DE69716956T2 (de) 1997-12-24 2003-08-21 Sensor Druzstvo Pre Vyrobu, Obchod A Sluzby Methode und Einrichtung zur Dichtigkeitsprüfung
DE10154747A1 (de) * 2000-11-17 2002-05-23 Phoenix Ag Einrichtung zum Prüfen auf Dichtigkeit einer Dichtanordnung von Rohren oder Schachtbauwerken
DE10222032A1 (de) * 2001-05-30 2002-12-05 Phoenix Ag Dichtanordnung
US7118137B2 (en) * 2003-03-03 2006-10-10 Price Brothers Company Testable pipe joint
US7766341B2 (en) * 2004-07-16 2010-08-03 Ckd Corporation Seal structure, fluid device, integrated valve, and sealing member
JP2006257720A (ja) * 2005-03-16 2006-09-28 Nippon Zenith Pipe Co Ltd コンクリート製管体及びその製造方法
DE202006010908U1 (de) * 2006-07-14 2006-09-21 FFG Fahrzeugwerkstätten Falkenried GmbH Bauteilsatz zum Fugenabdichten
CN100432646C (zh) * 2006-08-22 2008-11-12 北京市市政工程研究院 内压式管道接口试压方法和装置
DE102008033947A1 (de) 2008-07-19 2010-01-21 Progeo Monitoring Gmbh Verfahren und Vorrichtung zur Dichtheitsprüfung von Bauwerksabdichtungen
CN101666700B (zh) * 2009-09-21 2012-11-21 南京工业大学 高温密封垫片泄漏率测试方法及其测试装置
DE102009056063A1 (de) * 2009-11-30 2011-07-14 Phoenix Dichtungstechnik GmbH, 99880 Dichtanordnung für Schacht- und Tunnelbauten
DE102009057522B9 (de) * 2009-12-10 2013-05-02 Bochumer Eisenhütte Heintzmann GmbH & Co. KG Tübbing-Ausbau mit stirnseitig umlaufender Ringdichtung
RU2536720C2 (ru) * 2010-01-12 2014-12-27 Херренкнехт Аг Защитный элемент, бетонный элемент и способ изготовления бетонного элемента
JP2011144569A (ja) * 2010-01-15 2011-07-28 Nishimatsu Constr Co Ltd セグメントのシール構造
CN101929910B (zh) * 2010-04-14 2012-02-29 同济大学 盾构隧道弹性密封垫 “t字型”水密性检验装置
JP2013127382A (ja) * 2011-12-16 2013-06-27 Sumika Chemical Analysis Service Ltd 機械強度の測定方法、及び当該方法に用いる把持具

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WO2015035994A2 (fr) 2015-03-19
WO2015035994A3 (fr) 2015-06-11
EP3044560B1 (fr) 2017-06-28
SG11201601121WA (en) 2016-03-30
US9797818B2 (en) 2017-10-24
IL244054A0 (en) 2016-04-21
JP2016529500A (ja) 2016-09-23
JP6173599B2 (ja) 2017-08-02
KR20160068735A (ko) 2016-06-15
RU2632247C1 (ru) 2017-10-03
DE102013110928B4 (de) 2015-06-03
CA2924098A1 (fr) 2015-03-19
AU2014320821B2 (en) 2017-07-13
CN105531575A (zh) 2016-04-27
AU2014320821A1 (en) 2016-03-10
DE102013110928A1 (de) 2015-03-19
HK1221283A1 (zh) 2017-05-26
ES2638422T3 (es) 2017-10-20

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